Loading...
HomeMy WebLinkAbout020-1491-02-000 (5) CS-fi-2014- 2Tu Wi m r ^ v ' C D SOIL EVALUATION REPORT I'y 1 of 4 Divis .•.....- ...1:-.- 1i: Q CM C HY 7 In accordance with Comm 85.Wis.Adm.Code %5 ! h d r I ''qq County Atta �np�ia4M t on •:• not less than 8'h x I I inches in Ili Pln*lust* I) St. Croix Include but not limited to:verti i and horizontal reference point(B dii 4n Pared I.D. 020-lup I_OZ-OM Percent s ghQmcnsion,north arrow,and BM referenced twel�rpy4._ 7 / W Community Develop print all information -F�-1JC�(V Revt ed by Date J onnation you provide may be used for secondary purposes(Privacy law,s. 15.04(I)(m)) / ` 47 Property Owner Property Location Rolling Ridges LLC. Govt.Lot fW 'A Njl✓v. s 13 T 29 N R 19 w Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# O as_ 144 I- od'CV 965 Alexander Rd. 2 tc_rant k.115 /3. 2 q- 19, 3133 City State Zip Code Phone 0 City 0 Village la Town Nearest Road Hudson WI 54016 651-248-0390 Hudson Alexander Rd. ®New Construction Use: ® Residential/Number of Bedrooms Code derived design flow rate GPD 0 Replacement 0 Public or Commercial-Describe: K Parent Material Loess over Outwash Flood Plain elevation if applicable N/A R. General comments and recommendations: Install the system at 65"below surface. Install the system beginning at the drainage easement boundary(see page 4). Reserve the area upslo�e,to B-4,as the lacement area. B-4 was initially completed 15'north of the location shown on the map. There was mucTrm nt Iron an ing and sot ow a sat this location. St.Croix county inspector Ryan Yarrington observed the soil at B-4 and agreed that the redox was no longer present at B-4. The redox north of B-4 is not a result of a high water table. OBoring I Boring# ® Pit Ground Surface Elevation 99.9 ft. Depth to Limiting factor >110 in. Soil Aoolication Rats Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/112 in. Munsel Qu. Sz Cont Color_ Gr.Sz.Sh. 'Ent •E1fi2 1 0-10 10YR3/2 - GRLS 0-sg ml gs 3f 0.7 1.6 2 10-53 7.5YR4/4 - GRS 0-sg ml gw 2f 0.7 1.6 3 53-110+ 10YR4/4 - S 0-sg ml - - 0.7 1.6 0 Boring © Boring# ®Pit Ground Surface Elevation ft. Depth to Limiting factor in. ---_--_ ---- Soil ADclication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP]/It2 in. Munsell--_-__. Qu.Sz.Cont.Color Gr.Sr_Sh. *Ef#1 •E1102 1 0-1 10YR3/2 - SIL 2-f-gr mvfr gs 3f 0.6 0.8 2 10-39 10YR4/4 - GRS 0-sg mI gw 1f 0.7 1.6 3 39-105+ 10YR4/4 - S 0-sg ml - - 0.7 1.6 •Effluent#I=BODs>30 5 220 mg/L and TSS>30 5 ISO mg/L •Effluent#2=BOD,<_30 mg/and TSS<—30 mg/L CST Name(Please Print) Si re CST Number Mark Iverson 46672 Address Date Evaluation Conducted Telephone Number P.O. Box 155 Hammond, WI 54015 August 30, 2017 /Nov. 9 2018 715-796-5664 L6T .2 Property owner Rolling Ridges LLC. Parcel ID# Page 2 of 4 ❑ Boring 3 Boring# ElPit Ground Surface Elevation 98.6 ft. Depth to Limiting factor >105 in. �.---- SOil Application Rate Horizon i Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP)/ft in. Munsell _ Qu.Sz.Cont.Color Gr.Sz.Sh. •Effitt E 1 0-12 10YR3/2 - GRSL 2-f-bk mfr gs 3f 0.6 1.0 2 12-42 7.5YR4/4 - VGRS 0-sg mI gw 2f 0.7 1.6 3 42-105 10YR4/4 - GRS 0-sg ml - - 0.7 1.6 0 Boring 13 Boring# ®Pit Ground Surface Elevation 101.3 ft. Depth to Limiting factor 105+ in. - __ _ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP')1lt2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. -_ *Efl#1 'Etlte2 1 0-7 10YR3/2 - SIL 2-fir mfr gs 2f 0.6 0.8 2 7-20 7.5YR4/4 - SIL 2-f-gr mfr gs 1f 0.6 0.8 3 20-31 7.5YR4/4 - GRS 0-sg ml gs 1f 0.7 1.6 4 31-46 10YR4/4&5YR4/6 - GRS&FS 0-sg ml CS - 0.5 1.0 5 46-53 7.5YR4/4 - FS 0-m mfr cs - 0.5 1.0 6 53-105+ 10YR4/4 - S 0-sg ml - - 0.7 1.6 0 Boring © Boring# ®Pit Ground Surface Elevation ft. Depth to Limiting factor in. Soil Acoliratlon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPQ/R= , in. —Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. _____ 'EI 1 'HIf2 ------ -- --- •Effluent#I=BOD>>30<_220 mg/L.and TSS>30<_150 mg/L •Effluent#2=BOD.S 30 mg/L end TSS<_30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or Need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777. Page 3 of 4 Oft. 24 ft. 40 ft. 80 ft. lir Lot#2 102' BM#1 -Top of 3l4"PVC Pipe B_1 100.0' 101.3) 100' 98, BM#2-Top of 3/4"PVC Pi B-3 98.3' 98.6, �,,,✓ — &2 • = Ground Surface Elevation B Elevation ption = Bench Mark &� -)= 100 - Boring Location & Elevation Owner: Rolling Ridges LLC. Site Information: Completed By: Mark Iverson 965 Alexander Rd. 1/4, 1/4, S13, T29N, R19W 617 Cty. Rd. J Hudson, WI 54016 Town of Hudson Roberts, WI 54015 St. Croix County 715-684-9125 Phone: 651-248-0390 CST#46672 LL-- -+ ur _ i - 1 7- \ / T _ \\ ` i__, I 1 ` l I I N. \ I i fl Vp .-:29SB s54 wap B\ "`\HI\‘‘a\-4..\\:\1 - hr T —��.`� \ \ N.'\ ,-..-... , \ 6 \ • \ I 1 LBO -936.0 \\ \\\ I 1 \\ I CBA-0.74 ACRES 1 \ \ II I I \\ \ \ II \ I II \ \ `i I I /g \ \\\ of Ih ( \ I N. I Is 1 I J pti II 1 I tI I I I 11 11 qao ,ro`I I q37.• \0 0sa7L20 / LI ,I 43B �I "'N71 \ 5B L2B3 936 435?2 d I I \\ H7 � Ye ff( \50 0n3., o � � U I I 435.20 50 L2B2 432 \ I I �931.02 \ I I LOT 2 \ I I 9?8 970 S.00 ACRES \` (I I 1 1\ 1 I 1 I I \ 1 I I ` 1 I I I 1 Sub/1 I I / \ 6750 MOT Md.ItSW/Mn.MN 55967 r Cf Tone .6969 I I / 9 - Fax .3976 II \fir SOIL BORING LOCATIONS AND BENCHMARKS SHOWN HEREON WERE FIELD LOCATED ON 60 40 BO 4110 SEPTEM 2 AVAILABLE 13, R DATA 7 CORNERSTONE -CONTOURS SHOWN WERE DERIVED FROM AVAILABLE LIDAR DATA AND NOT FIELD VERIFIED. NORTH LAND SURVEYING. INC. ccr o13- 19 ? Wisconsin Department Commerce SOIL EVALUATION REPORT Page 1 of 14 Divisi otts u�dings In accordance with Comm 85,Wis.Adm.Code . R� County Attach siu plan on paper not less than 8'h x I I inches N siu. Plan must St. Croix CP 1�aL lilcc t limited to:vertical and horizontal reference point(BM),direction and �� Parcel I.D. 02.0_�y9 _�2 000 SC Y efttnt slope kale or dimensions,north arrow,and BM referenced ton roa� 1 C101X�C,O�yLo `ptare• Please print all information 1 Revie by Dau ��'-'"" " "you provide may be used for secondary paryrn F 4P R2XV 071 GY4 �5//$' caner Rolling Ridges LLC. r.ta /. v. s 3 T N R 19 w Property Owner's Mailing Address Lot N Block N Subd.Name or CSMN 965 Alexander Rd. 2 U 4tiuQ. WI City State Zip Code Phone 0 City 0 Village 0 Town Nearest Road Hudson WI 54016 651-248-0390 Hudson Alexander Rd. 0 New Construction Use: 0 Residential/Number of Bedrooms Code derived design flow rate GPD ❑ Replacement 0 Public or Commercial-Describe: Parent Material Loess over Outwash Flood Plain elevation if applicable N/A O. General comments and recommendations: Install the system in the third horizon. .ZoNa K OBoring / I Boring# 0 Pit Ground Surface Elevation 99.9 ft. Depth to Limiting factor >110 in. Soil Application Rate 1 Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ovre in. Munsell Ou. Sz. Cont.Color - Gr.Sz Sh, •E1101 •E 1 0-10 10YR3/2 - GRLS 0-sg ml gs 3f 0.7 1.6 2 10-53 7.5YR4/4 - GRS 0-sg ml gw 2f 0.7 1.6 3 53-110+ 10YR4/4 - S 0-sg ml - - 0.7 1.6 — ❑Boring JL 2 Boring# OPit Ground Surface Elevation 9`il.q ft. Depth to Limiting factor >105- in. Sod Application R _ Horizon Depth Dominant Color Redox Description Texture Structure r Consistence I'Boundary Roots GPD4t2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eat •EW 1 0-10 10YR3/2 - SIL 2-f-gr mvfr gs 3f 0.6 0.8 2 10-39 10YR4/4 - GRS 0-sg ml gw 1f 0.7 1.6 3 39-105+ 10YR4/4 - S 0-sg ml - - 0.7 1.6 - _ in5-1-c-1.I s 4c.n 'tn hee- .4or 3 •Effluent N I BODr>30<220 mg/L and TSS>30<150 mg/L •Effluent N2=BODs<_30 mg/L.and TSS<-30 mg/L CST Name(Please Print) signature CST Number Mark Iverson ,.0 46672 Address l Date Evaluation Conducted Telephone Number P.O. Box 155 Hammond, WI 54015 August 30,2017 715-796-5664 Lor Z. • Property Owner Rolling Ridges LLC. Parcel ID# /Page 2 of X /-I ❑ Boring ✓ U Bormg# ®Pit Ground Surface Elevation 98.6 ft. Depth to Limiting factor >105 in. --- -- -- _ ----- -- —_— --- _ Soil AodicationRate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAI2 in. Munsell __Qu.Sz.Cont,Color Gr.Sz.Sh. 'Efl#1 E1 1 0-12 10YR3/2 - GRSL 2-f-bk mfr gs 3f 0.6 1.0 2 12-42 7.5YR4/4 - VGRS 0-sg ml gw 2f 0.7 1.6 j 3 42-105 10YR4/4 - GRS 0-sg ml - - 0.7 1.6 , 0 Boring III Boring# ®Pit Ground Surface Elevation ft. Depth to Limiting factor in. SAPOlication Rate , Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1tt2- in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. . — -0111 EfM2 0 Boring -- - - 5 Boring# ®Pit Ground Surface Elevation ft. Depth to Limiting factor in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary -i in. Munsell Qu.Sz.Cont.Color__. Gr.Sr.,Sh. TI1 E --- --- --- ---- 1- 11111111___ __ — -,_ — •Effluent ill =BODs>30<_220 mg/L and TSS>30<150 mg/L •Effluent 142-130D,<_30 mg/1.and TSS<_30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or Need material in an alternate format,please contact the department at 608-266-3151 or Tr,'608-264-8777. Vage 3 of 4 Oft. 24 ft. 40 ft. 80 ft. Ith. Lot#2 • BM#1 -Top of 3/4"PVC pipe S 100' 100.0' B-1 ' ' 98' BM#2-Top of 3/4"PVC Pi &3 1 96' 98.3' 98.6 94' B-2 94.4 • = Ground Surface Elevation BM#8 Description/IL = Bench Mark Elevation = Boring Location & Elevation Owner: Rolling Ridges LLC. Site Information: Completed By: Mark Iverson 965 Alexander Rd. 1/4, 1/4, S13, T29N, R19W 617 Cty. Rd. J Hudson, WI 54016 Town of Hudson Roberts, WI 54015 St. Croix County 715-684-9125 Phone: 651-248-0390 CST#46672 66 . ~ .SEPTIC LOCATION LI ,1 • FOR: CRANE HILL OF HUDSON o i 00 200 71117MIMIN ,r_-----r---- , , \ I I 9'10/le .'' ‘\ .\\ • SB STORM 93 g29.54 cr) ,--'. _.\\ :t \ '' r- .....,.. \ , '--,,,, e.17 13 `\ J/ SB L2B1— \ 937.27 SB L2BMI a- ''.."....... SB L3 3 L2BM3 58 L2B3 g37.20q� 935.20 - 435.92 LOT 2 Area : 5.00 SB L2B2 —' g31.60 930 28 SP5 DENOTES SOIL BORING LOCATED ON 9-13-17 T' I 0/ I NORTH CORNERSTONE LANID SURVEYING, INC